CN106639056A - Steel structure building outer wall board anti-cracking device and construction method - Google Patents
Steel structure building outer wall board anti-cracking device and construction method Download PDFInfo
- Publication number
- CN106639056A CN106639056A CN201611144650.9A CN201611144650A CN106639056A CN 106639056 A CN106639056 A CN 106639056A CN 201611144650 A CN201611144650 A CN 201611144650A CN 106639056 A CN106639056 A CN 106639056A
- Authority
- CN
- China
- Prior art keywords
- anticracking
- side fascia
- steel
- fastening
- floor
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/72—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/72—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall
- E04B2/721—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a steel structure building outer wall board anti-cracking device and a construction method. I-shaped steel is involved. The steel structure building outer wall board anti-cracking device and the construction method are characterized in that hook bolts and nuts are combined into anti-cracking fastening bolts used for arrangement of a floor and an outer wall board at the part of the I-shaped steel; nuts are welded at the bottoms of anti-cracking fastening self-tapping screws and machined into anti-cracking fastening female pieces which penetrate through U-shaped galvanized steel plate limiting connecting piece bolt holes or penetrate through the U-shaped galvanized steel plate limiting connecting piece bolt holes and the floor and are used for installation of the outer wall board and the I-shaped steel or installation of the part, on the upper portion of the floor, of the outer wall board; and a foaming agent is made into a gap between the outer wall board and the floor, intervals are reserved at the two ends of the gap, cement mortar filling and silicon acrylic weather-resistant water-proof sealant caulking are successively conducted from inside to outside at the two ends of the gap, the exterior of the outer wall board is coated with water-proof putty and subjected to painting of outer wall coating, indoor part of the inner side of the outer wall board is cleaned clearly before making cement mortar building ground, and the cement mortar building ground is made after painting plain cement paste with the ratio of water to cement being 1: 1. The advantages that the method is simple, crack resistance is realized, the anti-leakage property is high, cost is low, and market competitiveness is improved are achieved.
Description
Technical field
The present invention relates to steel building Side fascia crack stopper and construction method, belong to technical field of building construction.
Background technology
By the light composite energy-saving plate of prefabrication with silica sand, cement, lime etc. as primary raw material, by through antirust treatment
Reinforcing bar strengthen, through high temperature, high pressure, steam curing celluar concrete sheet material-autoclaved aerated concrete slab, be a kind of
The New Building Materials of superior performance.It is combined with each other with facing when pouring shaping, crab-bolt and support during prefabricated in-site installation
Connection, is not required to carry out decoration of exterior wall construction, it is to avoid the cracking hollowing of traditional outer heat preservation system such as comes off at hidden danger, and the heat-insulation layer
After construction the shortcomings of external decoration operating difficulties.
But adopt welding angle steel that exterior wall autoclaved aerated concrete slab and fire prevention autoclaved aerated concrete slab are installed, shaped steel is used
Amount is big, and welding node is more, wastes steel, complex procedures, node effect of prestressed not good.
Being selected by live multi-scheme ratio, and make model carries out experimental verification, and research and development one kind is external wall thermal insulating decoration integrated to be applied
Work technology（Steel building Side fascia crack stopper and construction method）, specific practice is as follows：
HOOK BOLTS is combined into anticracking fastening bolt for Side fascia installation, anticracking fastening thread tapping bottom welding nut with nut
Anticracking fastening parent part is processed into, through the spacing connection sheet bolt hole of U-shaped galvanized steel plain sheet or through the spacing connection sheet of U-shaped galvanized steel plain sheet
Infusion is dismissed in bolt hole and floor, the gap between Side fascia and floor, and space is left at gap two ends, and two ends are from inside to outside successively
Carry out clogging cement mortar and special seal gum（The weather-proof waterproof gasket cement of silicon third）Filleting, outside batch water-proof putty simultaneously paints exterior wall
Coating, Side fascia inner side indoor section is cleaned out before making cement mortar flooring, brush 1：Making cement sand again after 1 plain-water slurry
Slurry flooring.
The content of the invention
The technical problem to be solved is the defect for overcoming prior art, there is provided steel building Side fascia anticracking
Device and construction method, in terms of connector and construction technology two innovation improvement is carried out, and finally solves nigh-level synthesis
Engineering Side fascia and H profile steel insulated fire plate install cracking resistance, antiseep, to expand the range of application of high-rise steel structure house, and
Improve its market competitiveness.
To solve above-mentioned technical problem, the present invention provides a kind of Side fascia crack stopper for steel building, including
I-steel, it is used to connect the NALC Side fascias of the floor of horizontal direction and vertical direction, it is characterized in that, HOOK BOLTS and nut
Anticracking fastening bolt is combined into, the installation of floor and Side fascia for I-steel position；Anticracking fastens thread tapping bottom welding
Nut is processed into anticracking fastening parent part, through the spacing connection sheet bolt hole of U-shaped galvanized steel plain sheet or through the spacing company of U-shaped galvanized steel plain sheet
Contact pin bolt hole and floor, the installation of installation or floor top Side fascia for Side fascia and I-steel；Side fascia and building
Infusion is dismissed in gap between plate, and space is left at gap two ends, and two ends carry out successively clogging from inside to outside cement mortar and special
Fluid sealant filleting, outside batch water-proof putty simultaneously paints exterior coating, and Side fascia inner side indoor section is in making cement mortar flooring
Before clean out, making cement mortar flooring again after brush plain-water slurry.
Further, the I-steel top and bottom are provided with I-steel preformed hole, and the Side fascia top and bottom are equal
Self-threading bore is provided with, the floor is provided with floor preformed hole, and the I-steel preformed hole, the self-threading bore and floor are reserved
Hole vertical direction alignment；The spacing connection sheet clamping Side fascia upper and lower side of the U-shaped galvanized steel plain sheet；The anticracking fastening parent part includes
Long anticracking fastening parent part and short anticracking fastening parent part, the long anticracking fastening parent part sequentially passes through upper end I-steel preformed hole, building
The spacing connection sheet bolt hole of plate preformed hole, U-shaped galvanized steel plain sheet and the self-threading bore of a Side fascia lower end, the short anticracking is tight
Gu parent part sequentially passes through lower end I-steel preformed hole, another U-shaped spacing connection sheet bolt hole of galvanized steel plain sheet and another exterior wall
The self-threading bore of plate upper end, by piercing self-threading bore, long anticracking fastening parent part and short anticracking fasten parent part by I-steel, floor
And Side fascia is fixed together；Exterior-wall heat insulation PLASTIC LAMINATED is provided between Side fascia and floor, the exterior-wall heat insulation is prevented
Fiery plate outside and Side fascia external side parallel, inner side is close to the outside of floor, I-steel, in I-steel opposite side heat insulating inner wall is provided with
PLASTIC LAMINATED, the heat insulating inner wall PLASTIC LAMINATED is located inside I-steel, and is fitted with I-steel top and bottom, by anticracking fastening bolt
Exterior-wall heat insulation PLASTIC LAMINATED and heat insulating inner wall PLASTIC LAMINATED are fixed with I-steel.
Further, the HOOK BOLTS of the anticracking fastening bolt fastens the nut on parent part through anticracking, and through outer
Wall insulated fire plate, tightens the nut in anticracking fastening bolt, is embedded in Side fascia after nut fastening, and hole adopts cement mortar
Closure, it is floating.
Further, the self-threading bore diameter on the Side fascia fastens the thread tapping diameter on parent part less than anticracking.
Further, the Side fascia and inside and outside wall thermal insulation PLASTIC LAMINATED adopt NALC plates.
Further, the special seal gum adopts the weather-proof waterproof gasket cement of silicon third.
A kind of construction method of the Side fascia crack stopper for steel building, comprises the steps：
1）Anticracking fastening bolt is used for the inside and outside wall board at I-steel position and installs, and the hole of regular spaces is processed as work in processing factory
Word steel preformed hole；
2）Anticracking fastening bolt is that HOOK BOLTS is combined with nut, is connected by the perforate on Side fascia, is embedded in after nut fastening
In Side fascia, hole using cement mortar closure, it is floating；
3）The Side fascia that anticracking fastening parent part is used on floor is installed, by pre-buried and step 1 during floor cast-in-place construction）Phase
The floor preformed hole that parent part is passed through is fastened with the pvc pipe of spacing as anticracking；
4）Install needs to carry out typesetting before Side fascia, determines that Side fascia is directed at the position of floor preformed hole, mark is carried out, using electricity
Hammer opens the self-threading bore that parent part thread tapping is fastened less than anticracking；
5）Bolt hole is provided with the middle of the spacing connection sheet of U-shaped galvanized steel plain sheet for penetrating anticracking fastening parent part；
6）Anticracking is fastened parent part and is processed by anticracking fastening thread tapping bottom welding nut, and anticracking fastening thread tapping passes through U
The spacing connection sheet bolt hole of type galvanized steel plain sheet and floor preformed hole, shoot the self-threading bore opened on Side fascia, tighten anticracking tight
Gu thread tapping, the spacing connection sheet clamping Side fascia of U-shaped galvanized steel plain sheet；
7）HOOK BOLTS fastens the nut on parent part through anticracking, through inside and outside wall thermal insulation PLASTIC LAMINATED, tightens anticracking fastening bolt
On nut, be embedded in after nut fastening in inside and outside wall thermal insulation PLASTIC LAMINATED, hole is using cement mortar closure, floating；
8）Infusion is dismissed in gap between Side fascia, and space is left at gap two ends, and two ends carry out successively from inside to outside filling cement
Mortar and special seal gum（The weather-proof waterproof gasket cement of silicon third）Filleting, outside batch water-proof putty simultaneously paints exterior coating, Side fascia
Inner side indoor section is cleaned out before making cement mortar flooring, brush 1：Making cement mortar flooring again after 1 plain-water slurry.
The beneficial effect that the present invention is reached：
The present invention can overcome existing Side fascia and I-steel insulated fire plate to install, and angle iron connecting piece is intensive, welding engineering amount
Greatly, node quality cannot ensure, waste the not good shortcoming of steel, complex procedures, node effect of prestressed, and method is simple, anticracking, anti-
Seepage property is high, low cost, is particularly suited for the high-rise steel structure engineering construction scene that antiseep has high demands, demand of anti-crack is tight,
Expand the range of application of high-rise steel structure house, and improve its market competitiveness.
Description of the drawings
Fig. 1 is schematic structural view of the invention；
Fig. 2 is anticracking fastening bolt structure schematic diagram of the present invention；
Fig. 3 is anticracking fastening parent part structural representation of the present invention；
Fig. 4 is floor of the present invention and I-steel preformed hole schematic diagram
Fig. 5 is plate stitch closure node schematic diagram of the present invention.
In figure 1 is anticracking fastening bolt, and 2 is HOOK BOLTS, and 3 is anticracking fastening bolt nut, and 4 is that anticracking fastening is female
Part, 5 is anticracking fastening thread tapping, and 6 is anticracking fastening parent part nut, and 7 is the spacing connection sheet of U-shaped galvanized steel plain sheet, and 8 is that floor is reserved
Hole, 9 is I-steel preformed hole, and 10 is foaming agent, and 11 is cement mortar, and 12 is fluid sealant.
Specific embodiment
Below in conjunction with the accompanying drawings the invention will be further described.Following examples are only used for clearly illustrating the present invention
Technical scheme, and can not be limited the scope of the invention with this.
As Figure 1-5, affiliated steel building Side fascia crack stopper and construction method, it is characterised in that φ 12 is hooked
Hook bolt is combined into anticracking fastening bolt with the nuts of φ 12, and the inside and outside wall board for I-steel position is installed；The anticrackings of φ 12 are fastened
The nuts of thread tapping bottom welding φ 16 are processed into anticracking fastening parent part, through the spacing connection sheet bolt hole of U-shaped galvanized steel plain sheet and φ
16 floor preformed holes, for the installation of floor top Side fascia；Infusion is dismissed in gap between Side fascia, and two ends reserve 33mm, fill out
Plug 20mm1：1 cement mortar, using special seal gum（The weather-proof waterproof gasket cement of silicon third）Filleting 10mm, stays 3mm grooves, outside batch
Exterior coating is painted after water-proof putty, Side fascia inner side indoor section is cleaned out before making cement mortar flooring, brush 1：1 is plain
Making cement mortar flooring again after cement mortar.
The I-steel preformed hole refers to the I-steel position for installing inside and outside insulated fire board wall plate, and the processing in processing factory is advised
The holes of φ 16 of 200mm spacing then, as anticracking fastening bolt connecting hole；
The anticracking fastening bolt is the HOOK BOLTSs of φ 12 of long 100mm, and L-type eave tile hooks I-steel preformed hole, in Side fascia
Upper perforate is connected with the nuts of φ 12, nut fastening after be embedded in Side fascia in, hole using cement mortar closure, it is floating；
The floor preformed hole is referred in the position of the 50mm on the outside of floor, by pre-buried spacing during floor cast-in-place construction
The φ 16PVC pipes of 200mm fasten φ 12 anticrackings fastening thread tapping in parent part and are fastenedly connected hole as anticracking；
The Side fascia needs to carry out typesetting before installing, and determines that Side fascia is directed at the position of the floor preformed holes of φ 16, carries out mark,
The self-threading bores of φ 10 of 50mm are opened using electric hammer；
The spacing connection sheet of the U-shaped galvanized steel plain sheet refers to length 50mm, and specification is 50x150x50mm, and centre is provided with the bolts of φ 12
Hole；
The anticracking fastening parent part is the long thread tappings of φ 12 equal to slab thickness+60mm, in the spiral shells of thread tapping bottom welding φ 16
Mother processes；
The Side fascia installation refers to that the anticrackings of φ 12 fastening thread tapping, through the floor preformed holes of φ 16, shoots U-shaped galvanized steel
The spacing connection sheet bolt hole of plate and the floor preformed holes of φ 16, penetrate the self-threading bores of φ 10 opened on Side fascia and tighten φ's 12
Anticracking fastens thread tapping, fastens Side fascia；HOOK BOLTS fastens the nuts of φ 16 on parent part through anticracking, protects through 50mm exterior walls
Warm PLASTIC LAMINATED, tightens the nuts of φ 12 in anticracking fastening bolt, is embedded in Side fascia after nut fastening, and hole adopts cement mortar
Closure, it is floating；
The Side fascia gap plugging refers to that infusion is dismissed in the gap between Side fascia, and two ends reserve 33mm, clog 20mm1：1
Cement mortar, using special seal gum（The weather-proof waterproof gasket cement of silicon third）Filleting 10mm, stays 3mm grooves, outside batch water-proof putty
After paint exterior coating, Side fascia inner side indoor section is cleaned out before making cement mortar flooring, brush 1：After 1 plain-water slurry
Making cement mortar flooring again.
Steel building Side fascia crack stopper and construction method, comprise the following steps：
Step one：The I-steel position for installing inside and outside insulated fire board wall plate is needed, upper and lower floor processes rule in processing factory
200mm spacing φ 16 holes, the anticracking fastening bolt connecting hole and Side fascia of insulated fire plate are installed as site operation
Anticracking fastening bolt connecting hole；
Step 2：Using the φ 12L type HOOK BOLTSs of long 100mm, it is connected with the nuts of φ 12, constitutes anticracking fastening bolt；
Step 3：Made by the φ 16PVC pipes of pre-buried spacing 200mm during floor cast-in-place construction away from 50mm positions on the outside of floor
φ 12 anticrackings fastening thread tapping in parent part is fastened for anticracking be fastenedly connected hole preformed hole；
Step 4：Side fascia and insulated fire plate need to carry out typesetting before installing, and determine that Side fascia is directed at the floor preformed holes of φ 16
Position, carry out mark, open the self-threading bores of φ 10 of 50mm at Side fascia two ends using electric hammer；Determine that fireproof heated board plate is aligned
φ 12L type HOOK BOLTSs pass through position, carry out mark, and using electric hammer the self-threading bores of φ 10 of 50mm are opened；
Step 5：Using length 50mm, specification makes the spacing connection of U-shaped galvanized steel plain sheet for the 2mm galvanized steel plain sheets of 50x150x50mm
Piece, and open the bolts hole of φ 12 in middle part；
Step 6：The perforate on exterior wall insulated fire plate, the HOOK BOLTS L-type eave tiles of φ 12 hook I-steel preformed hole, through outer
Hole on wallboard is connected with the nuts of φ 12, is embedded in after nut fastening in exterior-wall heat insulation PLASTIC LAMINATED, and hole is sealed using cement mortar
It is stifled, floating；
Step 7：Side fascia bottom is processed into using the long nuts of 12 thread tapping bottom welding φ of φ 16 equal to slab thickness+60mm
The anticracking fastening parent part in portion, the anticracking being processed into using the nuts of 12 thread tapping bottom welding φ of φ 16 of long 60mm at the top of Side fascia
Fastening parent part；
Step 8：Positioning releases the position line of Side fascia, and two ends are opened the exterior wall of the self-threading bores of φ 10 of 50mm according to typesetting figure
Plate is installed to unwrapping wire position；
Step 9：The anticrackings of the φ 12 fastening thread tapping of slab thickness+60mm passes through the floor preformed holes of φ 16, shoots U-shaped galvanized steel
The self-threading bores of φ 10 opened on the spacing connection sheet bolt hole of plate and 150mm Side fascias, tighten the anticracking fastening thread tapping of φ 12,
The spacing connection sheet clamping Side fascia bottom of U-shaped galvanized steel plain sheet；
Step 10：The anticrackings of the φ 12 fastening thread tapping of 60mm passes through φ 16H shaped steel preformed holes, shoots the spacing company of U-shaped galvanized steel plain sheet
The self-threading bores of φ 10 that contact pin bolt hole and 150mm Side fascias top have been opened, tighten the anticracking fastening thread tapping of φ 12, U-shaped plating
The spacing connection sheet clamping Side fascia top of zinc steel plate；
Step 11：HOOK BOLTS fastens the nuts of φ 16 on parent part through anticracking, through 50mm exterior-wall heat insulation PLASTIC LAMINATEDs, tightens
The nuts of φ 12 in anticracking fastening bolt, nut fastening after be embedded in Side fascia in, hole using cement mortar closure, it is floating；
Step 12：Infusion is dismissed in gap between Side fascia, and two ends reserve 33mm, clog 20mm1：1 cement mortar, adopts
Special seal gum（The weather-proof waterproof gasket cement of silicon third）Filleting 10mm, stays 3mm grooves, paints exterior wall after the water-proof putty of outside batch and applies
Material, Side fascia inner side indoor section is cleaned out before making cement mortar flooring, brush 1：Making cement mortar again after 1 plain-water slurry
Flooring.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, on the premise of without departing from the technology of the present invention principle, some improvement and deformation can also be made, these improve and deform
Also should be regarded as protection scope of the present invention.
Claims (7)
1. a kind of steel building Side fascia crack stopper, including I-steel, it is used to connecting the floor of horizontal direction and vertically
The NALC Side fascias in direction, is characterized in that, HOOK BOLTS is combined into anticracking fastening bolt with nut, for the building at I-steel position
The installation of plate and Side fascia；Anticracking fastening thread tapping bottom welding nut is processed into anticracking fastening parent part, through U-shaped galvanized steel plain sheet
Spacing connection sheet bolt hole or through the spacing connection sheet bolt hole of U-shaped galvanized steel plain sheet and floor, for Side fascia and I-steel
Installation or the installation of floor top Side fascia；Infusion is dismissed in gap between Side fascia and floor, and space is left at gap two ends, and two
End carries out successively clogging cement mortar and special seal gum filleting from inside to outside, and outside batch water-proof putty simultaneously paints exterior wall painting
Material, Side fascia inner side indoor section is cleaned out before making cement mortar flooring, making cement mortar building again after brush plain-water slurry
Ground.
2. steel building Side fascia crack stopper according to claim 1, is characterized in that, the I-steel upper end is with
End is provided with I-steel preformed hole, and the Side fascia top and bottom are provided with self-threading bore, and the floor is provided with floor preformed hole,
The alignment of the I-steel preformed hole, the self-threading bore and floor preformed hole vertical direction；The spacing company of the U-shaped galvanized steel plain sheet
Contact pin clamping Side fascia upper and lower side；The anticracking fastening parent part includes that long anticracking fastens parent part and short anticracking fastening parent part, described
Long anticracking fastening parent part sequentially passes through the spacing connection sheet bolt hole of upper end I-steel preformed hole, floor preformed hole, U-shaped galvanized steel plain sheet
And the self-threading bore of a Side fascia lower end, the short anticracking fastening parent part sequentially passes through lower end I-steel preformed hole, another
The individual spacing connection sheet bolt hole of U-shaped galvanized steel plain sheet and the self-threading bore of another Side fascia upper end, it is long by piercing self-threading bore
Anticracking fastens parent part and short anticracking fastening parent part is fixed together I-steel, floor and Side fascia；In Side fascia and
Exterior-wall heat insulation PLASTIC LAMINATED, the exterior-wall heat insulation PLASTIC LAMINATED outside and Side fascia external side parallel are provided between floor, building is close in inner side
The outside of plate, I-steel, in I-steel opposite side heat insulating inner wall PLASTIC LAMINATED is provided with, and the heat insulating inner wall PLASTIC LAMINATED is located at I-steel
Inside, and fitting with I-steel top and bottom, by anticracking fastening bolt by exterior-wall heat insulation PLASTIC LAMINATED and heat insulating inner wall PLASTIC LAMINATED with
I-steel is fixed.
3. steel building Side fascia crack stopper according to claim 1, is characterized in that, the anticracking fastening bolt
HOOK BOLTS fastens the nut on parent part through anticracking, and through exterior-wall heat insulation PLASTIC LAMINATED, tightens the spiral shell in anticracking fastening bolt
Mother, nut fastening after be embedded in Side fascia in, hole using cement mortar closure, it is floating.
4. steel building Side fascia crack stopper according to claim 1, is characterized in that, the self tapping on the Side fascia
Silk bore dia fastens the thread tapping diameter on parent part less than anticracking.
5. steel building Side fascia crack stopper according to claim 1, is characterized in that, the Side fascia and inside and outside
Wall insulated fire plate adopts NALC plates.
6. steel building Side fascia crack stopper according to claim 1, is characterized in that, the special seal gum is adopted
The weather-proof waterproof gasket cement of silicon third.
7. a kind of construction method based on claim 1-6 any one steel building Side fascia crack stopper, including it is as follows
Step：
1）Anticracking fastening bolt is used for the inside and outside wall board at I-steel position and installs, and the hole of regular spaces is processed as work in processing factory
Word steel preformed hole；
2）Anticracking fastening bolt is that HOOK BOLTS is combined with nut, is connected by the perforate on Side fascia, is embedded in after nut fastening
In Side fascia, hole using cement mortar closure, it is floating；
3）The Side fascia that anticracking fastening parent part is used on floor is installed, by pre-buried and step 1 during floor cast-in-place construction）Phase
The floor preformed hole that parent part is passed through is fastened with the pvc pipe of spacing as anticracking；
4）Install needs to carry out typesetting before Side fascia, determines that Side fascia is directed at the position of floor preformed hole, mark is carried out, using electricity
Hammer opens the self-threading bore that parent part thread tapping is fastened less than anticracking；
5）Bolt hole is provided with the middle of the spacing connection sheet of U-shaped galvanized steel plain sheet for penetrating anticracking fastening parent part；
6）Anticracking is fastened parent part and is processed by anticracking fastening thread tapping bottom welding nut, and anticracking fastening thread tapping passes through U
The spacing connection sheet bolt hole of type galvanized steel plain sheet and floor preformed hole, shoot the self-threading bore opened on Side fascia, tighten anticracking tight
Gu thread tapping, the spacing connection sheet clamping Side fascia of U-shaped galvanized steel plain sheet；
7）HOOK BOLTS fastens the nut on parent part through anticracking, through inside and outside wall thermal insulation PLASTIC LAMINATED, tightens anticracking fastening bolt
On nut, be embedded in after nut fastening in inside and outside wall thermal insulation PLASTIC LAMINATED, hole is using cement mortar closure, floating；
8）Infusion is dismissed in gap between Side fascia, and space is left at gap two ends, and two ends carry out successively from inside to outside filling cement
Mortar and special seal gum filleting, outside batch water-proof putty simultaneously paints exterior coating, and Side fascia inner side indoor section is in making cement
Clean out before mortar flooring, brush 1：Making cement mortar flooring again after 1 plain-water slurry.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611144650.9A CN106639056A (en) | 2016-12-13 | 2016-12-13 | Steel structure building outer wall board anti-cracking device and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611144650.9A CN106639056A (en) | 2016-12-13 | 2016-12-13 | Steel structure building outer wall board anti-cracking device and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106639056A true CN106639056A (en) | 2017-05-10 |
Family
ID=58825196
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611144650.9A Pending CN106639056A (en) | 2016-12-13 | 2016-12-13 | Steel structure building outer wall board anti-cracking device and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106639056A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107090924A (en) * | 2017-06-26 | 2017-08-25 | 江苏沪宁钢机股份有限公司 | A kind of special-shaped exterior wall of assembled and its construction technology |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08189042A (en) * | 1994-12-31 | 1996-07-23 | Daiwa House Ind Co Ltd | Structure of h-section continuous footing beam for tying in building member |
| CN101705777A (en) * | 2009-11-11 | 2010-05-12 | 龙信建设集团有限公司 | Method for anti-seepage construction between hidden frame glass window and building structure |
| CN205399726U (en) * | 2016-02-22 | 2016-07-27 | 河南兴安新型建筑材料有限公司 | Insulation construction is gone along with sb. to guard him to steel construction system outer wall |
| CN106147797A (en) * | 2015-03-26 | 2016-11-23 | 五冶集团上海有限公司 | A kind of coke oven guard plate fixing device for installing and using method thereof |
| CN206368459U (en) * | 2016-12-13 | 2017-08-01 | 江苏中南建筑产业集团有限责任公司 | Steel building Side fascia crack stopper |
-
2016
- 2016-12-13 CN CN201611144650.9A patent/CN106639056A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08189042A (en) * | 1994-12-31 | 1996-07-23 | Daiwa House Ind Co Ltd | Structure of h-section continuous footing beam for tying in building member |
| CN101705777A (en) * | 2009-11-11 | 2010-05-12 | 龙信建设集团有限公司 | Method for anti-seepage construction between hidden frame glass window and building structure |
| CN106147797A (en) * | 2015-03-26 | 2016-11-23 | 五冶集团上海有限公司 | A kind of coke oven guard plate fixing device for installing and using method thereof |
| CN205399726U (en) * | 2016-02-22 | 2016-07-27 | 河南兴安新型建筑材料有限公司 | Insulation construction is gone along with sb. to guard him to steel construction system outer wall |
| CN206368459U (en) * | 2016-12-13 | 2017-08-01 | 江苏中南建筑产业集团有限责任公司 | Steel building Side fascia crack stopper |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107090924A (en) * | 2017-06-26 | 2017-08-25 | 江苏沪宁钢机股份有限公司 | A kind of special-shaped exterior wall of assembled and its construction technology |
| CN107090924B (en) * | 2017-06-26 | 2022-09-20 | 江苏沪宁钢机股份有限公司 | Assembled special-shaped outer wall and construction process thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107227813B (en) | Steel structure keel masonry brick outer curtain wall system and construction method thereof | |
| CN201687102U (en) | Assembled integral type shear wall structure system | |
| CN102051923B (en) | Fireproofing retardant cement calcium silicate board insulating wall body and construction method thereof | |
| CN104314204B (en) | Non-form stripping lightweight internal partition board and overall grouting construction method thereof | |
| CN104100011A (en) | Toilet floor heating waterproof construction method and toilet floor heating waterproof system | |
| CN105908859A (en) | Heat-preservation precast wall body and assembled house | |
| CN205776895U (en) | Heat insulation prefabricated body of wall and prefabricated buildings | |
| CN101818527A (en) | Assembled integral shear wall structure system and construction method thereof | |
| CN101666142A (en) | Waterproof processing method and structure for roof stretching seam | |
| CN107313531A (en) | A kind of assembled integral shear wall connecting node and its system and its construction technology | |
| CN209179402U (en) | A kind of concrete exterior wall hanging plate connecting structure | |
| CN103437556A (en) | Waterproof and heat-preservation construction method for building water supply and drainage and heating engineering | |
| CN111042392A (en) | Construction method of SDHH type disassembly-free formwork foam concrete partition wall | |
| CN111379329A (en) | Connecting node structure of silicon-magnesium wallboard and steel structure of steel structure house and construction method thereof | |
| CN106480980A (en) | One kind is whole to pour formula peripheral structure and construction method | |
| CN209799019U (en) | connecting node structure of silicon-magnesium wallboard and steel structure of steel structure house | |
| CN206368459U (en) | Steel building Side fascia crack stopper | |
| CN106639056A (en) | Steel structure building outer wall board anti-cracking device and construction method | |
| CN201991102U (en) | Fire-proof fire retardation cement calcium silicate board thermal-insulation wall | |
| CN111591852A (en) | Construction method for additionally installing elevator and application thereof | |
| CN115182489B (en) | Tower skirt building high-low span deformation joint curtain wall node structure | |
| CN109577565B (en) | Slope roof construction method adopting large-span hyperbolic high-wave profiled steel sheet | |
| CN109339355A (en) | The construction method of the aluminium sheet roofing waterproofing node of structural slab is done using ALC plate | |
| CN109779052A (en) | A kind of disassembly-free thermal-insulation form board and preparation method thereof, production equipment, construction method | |
| CN108589793A (en) | A kind of poured band of outer wall of basement postposition assembled advance water stop construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20180620 Address after: 226100 Changle Town, Haimen City, Nantong City, Jiangsu Province Applicant after: NANTONG ZHONGNAN CONSTRUCTION EQUIPMENT INSTALLATION Co.,Ltd. Address before: 226124 room 1207, Shanghai Road, Haimen, Nantong, Jiangsu, 1207 Applicant before: JIANGSU ZHONGNAN CONSTRUCTION INDUSTRY GROUP Co.,Ltd. |
|
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170510 |